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841.
Lateral load pattern in pushover analysis 总被引:9,自引:2,他引:7
The seismic capacity curves of three types of buildings including frame, frame-shear wall and shear wall obtained by pushover
analysis under different lateral load patterns are compared with those from nonlinear time history analysis. Based on the
numerical results obtained a two-phase load pattern; an inverted triangle (first mode) load pattern until the base shear force
reachesβ times its maximum value, Vmax, followed by a (x/H)α form, hereβ and α being some coefficients depending on the type of the structures considered, is proposed in the paper, which can provide
excellent approximation of the seismic capacity curve for low-to-mid-rise shear type buildings. Furthermore, it is shown both
the two-phase load pattern proposed and the invariant uniform pattern can be used for low-to-mid-rise shear-bending type and
low-rise bending type of buildings. No suitable load patterns have been found for high-rise buildings. 相似文献
842.
通过新发现的古生物资料分析,确定了赣西北修水、武宁地区的武宁、三都及马坳盆地的地层时代。对3个盆地的沉积相进行了详细的划分和描述,查明其为冲积扇沉积类型;划分出22个岩相,归属于泥石流、泥流、颗粒流、水道(包括主水道和分枝水道2个次级类型)、片流、筛积和洪泛7个沉积类型。重力流沉积分布在扇根或主要沉积旋回的底部,其类型的差别与邻近物源区的岩性有关;分枝水道、片流及筛积主要分布在扇中,交错层理及砾石叠瓦状构造发育,主要呈现牵引流特征;扇缘主要为洪泛沉积夹少量决口扇成因的砂砾岩透镜体,钙结壳发育,反映了一种干旱强蒸发的古气候环境。 相似文献
843.
In this part of our study the probabilistic seismic hazard analysis (PSHA) for Tulbagh was performed. The applied procedure is parametric and consists essentially of two steps. The first step is applicable to the area in the vicinity of Tulbagh and requires an estimation of the area-specific parameters, which, in this case, is the mean seismic activity rate, , the Gutenberg-Richter parameter, b, and the maximum regional magnitude, mmax. The second step is applicable to the Tulbagh site, and consists of parameters of distribution of amplitude of the selected ground motion parameter. The current application of the procedure provides an assessment of the PSHA in terms of peak ground acceleration (PGA) and spectral acceleration (SA). The procedure permits the combination of both historical and instrumental data. The historical part of the catalogue only contains the strongest events, whereas the complete part can be divided into several subcatalogues, each assumed complete above a specified threshold of magnitude. In the analysis, the uncertainty in the determination of the earthquake was taken into account by incorporation of the concept of `apparent magnitude'. The PSHA technique has been developed specifically for the estimation of seismic hazard at individual sites without the subjective judgement involved in the definition of seismic source zones, when the specific active faults have not been mapped or identified, and where the causes of seismicity are not well understood. The results of the hazard assessment are expressed as probabilities that specified values of PGA will be exceeded during the chosen time intervals, and similarly for the spectral accelerations. A worst case scenario sketches the possibility of a maximum PGA of 0.30g. The results of the hazard assessment can be used as input to a seismic risk assessment. 相似文献
844.
High and Aswan Dams Authority (HADA) proposed a plan aiming at constructing a rockfill dam in the Kalabsha area, about 60 km south of Aswan High Dam. The aim of this dam is to restrain the overflow of water to the Kalabsha Valley for keeping one billion cubic meters from being lost due to seepage and evaporation. The safety of dams during earthquakes is extremely important because failure of such a structure may have disastrous consequences on life and property. Therefore, different factors were considered as part of a site assessment. Five seismic source zones, close enough to the site to give rise to potentially damaging earthquake ground motions, were identified. Seven active faults that have the potential for producing significant earthquakes and that pass through or near the dam site were also identified. The earthquake loading represented by ground motions at the site was evaluated. Probabilistic seismic hazard procedures were used for assessing the earthquake loading at six individual sites using Area-and Line-Source Models (ASM & LSM). The ASM is based on current observed seismicity, whereas the LSM is based on geological slip rates. The output represents the expected acceleration amplitude with 90 percent probability of not being exceeded in exposure times of 20, 50, and 100 years. The results from the two models appear to be different, the expected ground motions from ASM were twice as high as expected from LSM. This difference is due to the load of the Aswan reservoir (Nasser Lake) triggering earthquakes on those parts of the faults that lie under the lake at Kalabsha area. The hazard at the selected sites is given by the hazard curve that is represented by the relationship between the peak ground acceleration and its annual exceedance probability. By comparing the curves for the six individual sites for the same source model, it can be concluded that the potential ground acceleration level for all the sites is almost the same. Considering the mean results from the two models, the annual exceedance probability of the expected ground acceleration from ASM is approximately ten times higher than the annual exceedance probability from LSM.Since ASM is based on current seismicity, it is more appropriate forrepresenting the actual hazard for the dam site. 相似文献
845.
846.
利用高频地震波检测混凝土构件完整性的方法 总被引:2,自引:0,他引:2
大型混凝土构件(如高层建筑基础的地梁,桩承台等)在施工过程中可能造成局部松散,空洞,蜂窝或离析等质量问题。为检测混凝土构件的的完整性,采用地震勘探方法中的地震映象法(又称地震共偏移距法)。通过在模拟裂缝,空洞模型上的试验,获得了存在异常体时,地震映象时间剖面的波形特征;测得偏移距,点距等参数变化时,对地震映象时间剖面的影响。模型实验和实测工作证明;在合理选择震源各种测量参数条件下,高频地震映象方法可有效检测混凝土构件完整怀,实现对混凝土构件质量新的监测。 相似文献
847.
福建省地震重点视防御区城市防震减灾体系工程以中国地震局关于建立健全地震监测预报、震灾预防和紧急救援三大体系为主要目标 ,以国家和福建省确定的地震重点监视防御区为主要目标区 ,尤以切实加强重点监视防御内城市的防震减灾措施 ,强化城市对地震灾害的综合防御能力为主要建设内容。该项目得到中国地震局、福建省委、省政府和有关地市大力支持 ,已列为福建省“十五”重点项目 ,省委、省政府为民办实事重点项目 相似文献
848.
The objective of this paper is to describe the lessons learned and actions that have been taken related to the seismic design
of bridge structures after the Chi-Chi, Taiwan earthquake. Much variable near-fault ground motion data was collected from
the rupture of Chelungpu fault during the Chi-Chi earthquake, allowing the seismic response of bridge structures subjected
to these near-fault ground motions to be carefully examined. To study the near-fault ground motion effect on bridge seismic
design codes, a two-level seismic design of bridge structures was developed and implemented. This design code reflects the
near-fault factors in the seismic design forces. Finally, a risk assessment methodology, based on bridge vulnerability, is
also developed to assist in decisions for reducing seismic risk due to failure of bridges.
Director of Center for Research on Earthquake Engineering.
Supported by: the Science Council, Chinese Taipei, under grant no. SC 90-2211-E-002-028. 相似文献
849.
井间地震层析成像分辨率研究 总被引:12,自引:1,他引:11
通过大量数值模型试验,并根据射线密度、射线正交性和点扩散函数,对井间地震层析成像的分辨率问题进行了研究。结果表明,井间地震层析成像的分辨率在空间上是可能性变的,垂直方向的分辨率好于水平方向,而且高速异常体和低速异常体的图像形态和分辨率是非一致的。高速异常体波形CT的图像水平方向最小分辨率距离为1/2波长,垂直分辨率最小分辨率距离为3/10波长;而低速异常体的波形CT图像的水平方向的最小分辨率约为2/5波长,垂向最小分辨率约1/5个波长;走时CT的图像水平方向最小分辨率为3个像元,垂直方向的最小分辨率距离为2个像元;当井深与井间距之比为2时,图像分辨率最高。 相似文献
850.
在地震综合信息量的基础上,改进了地震前兆异常的出现概率的计算方法,得到地震前兆综合加权信息量.利用"地震预报专家系统"的思想对每一异常事件进行综合评估.考虑到异常的可靠性、有效性、显著性及相互关联性,给予不同的权重,以每一异常事件的最可能发震时间来估算异常出现的概率,计算了澜沧-耿马地震的地震前兆综合加权信息量,并对这种信息量变化的特点进行了分析. 相似文献